<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - All Forums]]> https://forum.civilea.com/ Mon, 26 Oct 2026 14:15:41 +0000 MyBB <![CDATA[ACI 362.3: Surface Treatments in Parking Structures: Elastomeric Waterproofing Membra]]> https://forum.civilea.com/showthread.php?tid=58614 Sun, 18 Oct 2026 12:13:32 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58614 ACI PRC-362.3-26: Surface Treatments in Parking Structures: Elastomeric Waterproofing Membranes—TechNote

Many parking structures, especially in northern climates or coastal areas where salt spray may occur, are subject to environments in which the concrete members are exposed to moisture, chlorides, and other deleterious materials. This can lead to corrosion of embedded reinforcement, concrete deterioration, and damage to the structure and contents within. Providing protective water-repellent and waterproofing systems is designed to stop the ingress of moisture, chlorides, and other deleterious materials; reduce the rate of corrosion-related deterioration; and extend the service life of the structure. There are several types of topically applied protective systems or materials that are commonly available, including coatings, protective treatments, and sealants.

Traffic-bearing waterproofing membrane systems (traffic coatings) are commonly used in parking structures to provide protection against intrusion of moisture, chlorides, and other deleterious materials. They are typically impermeable and elastomeric, allowing the coating to accommodate movement of the concrete element that has been coated. Less common coatings, not covered in this TechNote, include asphaltic overlay membrane systems and other membrane systems with noncomposite overlays. Although there are other waterproofing solutions, this TechNote will focus on the most commonly used traffic coatings, comprising of flexible polymer-based components. In addition to material selection considerations, surface preparation and quality assurance testing requirements should be specified based on structure and site considerations.

Keywords:

coating; membrane; parking structure; waterproofing.

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]]> ACI PRC-362.3-26: Surface Treatments in Parking Structures: Elastomeric Waterproofing Membranes—TechNote

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]]> <![CDATA[ACI 555: Use of Recycled Concrete Aggregate in Portland Cement Concrete]]> https://forum.civilea.com/showthread.php?tid=58613 Sun, 18 Oct 2026 12:10:54 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58613 ACI PRC-555 26 Use of Recycled Concrete Aggregate in Portland Cement Concrete—Guide

This guide presents information on the use of recycled concrete aggregate (RCA) in portland cement concrete. The demolition, removal, and processing procedures of turning hardened concrete structures into RCA are introduced. A detailed summary of various characteristics of RCA in comparison to virgin aggregate is presented. Different fresh properties, mechanical properties, and durability considerations of RCA concrete are subsequently discussed. Fifteen case studies on the use of RCA concrete in pavements and other structures are presented at the end of the guide.

Keywords:

aggregate properties; case studies; concrete removal; demolition; durability; fresh properties; hardened concrete; mechanical properties; mixture proportion; pavements.

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]]> <![CDATA[RAM Structural System 26]]> https://forum.civilea.com/showthread.php?tid=58611 Sun, 18 Oct 2026 10:59:17 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58611 RAM Structural System 26.00.00.222

Size: 657 MB

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]]> <![CDATA[RAM Elements 2026]]> https://forum.civilea.com/showthread.php?tid=58604 Sat, 17 Oct 2026 12:45:19 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58604 RAM Elements 2026 v26.00.01.15

Size: 954.3 MB

Design structural components faster
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]]> <![CDATA[ACI 238.1: Measurements of Workability and Rheology of Fresh Concrete]]> https://forum.civilea.com/showthread.php?tid=58598 Tue, 22 Sep 2026 12:23:19 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58598 ACI PRC-238.1-26: Measurements of Workability and Rheology of Fresh Concrete

This report presents insights related to the understanding of a workable concrete for a given application, and consists of four main parts: 1) definitions related to rheology and workability; 2) critical review of the tests available to measure different aspects of workability and rheological performance of fresh concrete; 3) discussion of the factors affecting the performance of fresh concrete; and 4) examples that illustrate the application of rheology and material science to predict or improve the performance of fresh concrete in the field.

Adequate workability can range from no flow (zero-slump) to liquid flow-like (self-consolidating concrete), depending on the application.

Keywords:

fresh concrete; measuring; rheology; slump; testing; workability.

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]]> <![CDATA[Engineering Guide for Wood Frame Construction 2014]]> https://forum.civilea.com/showthread.php?tid=58590 Sat, 22 Aug 2026 12:47:34 +0300 toddyi]]> https://forum.civilea.com/showthread.php?tid=58590 <![CDATA[Future Homes Domestic Architecture in a Changing World]]> https://forum.civilea.com/showthread.php?tid=58587 Mon, 17 Aug 2026 23:51:23 +0300 Mattew]]> https://forum.civilea.com/showthread.php?tid=58587 Future Homes Domestic Architecture in a Changing World

Close to nature, sustainable, healthy, social, spectacular...

We ask a lot of our future homes and the architects that design them.

Over time, innovative domestic design has taken many forms. Different eras, shaped by specific needs, challenges and opportunities, have given their own interpretation of this most essential of buildings - the home - defining what it could look like, what it might signify and how it should function.

Today, new challenges have emerged within this dynamic landscape, including climate change, the pursuit of diversity and equity across society and the role of emerging technologies, such as AI. The needs of today - and therefore the house of tomorrow - require human-centric and context-responsive solutions, grounded in resilience and responsibility, without compromising on visual appeal and aspiration.

Future Homes showcases diverse, cutting-edge case studies of homes that both address issues of our times and look stunning while doing it. As well as an inspirational showcase of architecture that leads the way into the future, the designs offer valuable insights into how we can find balance and refuge in a rapidly changing and volatile world.

Featuring:

Exemplary projects from countries around the world, including: Australia, Canada, Ecuador, India, Italy, Japan, Mexico, the Netherlands, Paraguay, Saudi Arabia, Singapore, the UK and Vietnam.

Insights from leading practices: ao-ft, Archio, Architecture for London, Fernanda Canales, Gbolade Design Studio, Knox Bhavan, Omar Ghandi, Shahira Fahmy, State of Kin, Studio Bark and Worofila.

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PHP Code:
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Cost: 36 USD

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[/align]]]> Future Homes Domestic Architecture in a Changing World

PHP Code:
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Cost: 36 USD

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[/align]]]> <![CDATA[ASCE Paper (Ultimate Capacity of Single Bolted Angel Connections)]]> https://forum.civilea.com/showthread.php?tid=58580 Mon, 27 Jul 2026 09:34:14 +0300 civilfafa]]> https://forum.civilea.com/showthread.php?tid=58580
Please share the following paper:

Title: Ultimate Capacity of Single Bolted Angel Connections

Authors: John B. Kennedy, M.ASCE, and George R. Sinclair

Publication: Journal of the Structural Division, Volume 95, Issue 8

Date: Aug 1969

URL:

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DOI:

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Please share the following paper:

Title: Ultimate Capacity of Single Bolted Angel Connections

Authors: John B. Kennedy, M.ASCE, and George R. Sinclair

Publication: Journal of the Structural Division, Volume 95, Issue 8

Date: Aug 1969

URL:

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Could you please share the following code:

Published Code : ESDU 21004
Code Title: The Statistical Analysis of Fatigue Data Using the Weibull Distribution
Published By : ESDU
Publication Date : 2021-07
Pages Count : 51
Language : English
File Size : 1.2 MB
ISBN : 9781862468641

Link:

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Description:
ESDU 20014 presents methods of using statistical analyses to interpret fatigue data and to predict the life of a component subject to fatigue. In this Data Item, an introduction to continuous distributions is given including an overview of probability density functions, cumulative distribution functions, the reliability function and the hazard rate function. A brief overview to the normal distribution and the log normal distribution is also provided for reference. The statistical analysis of fatigue life data using the Weibull distribution is considered in detail in this Data Item. An examination of reliability theory, the influence of the Weibull parameters on the distribution, the various sources of uncertainty and the use of confidence bounds when interpreting the data are given. The Weibull weakest-link probability theory and its use for analysing the size effect is discussed. The introduction to analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined and two fully worked examples are provided. The analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined, and two fully worked examples are provided.]]>
Could you please share the following code:

Published Code : ESDU 21004
Code Title: The Statistical Analysis of Fatigue Data Using the Weibull Distribution
Published By : ESDU
Publication Date : 2021-07
Pages Count : 51
Language : English
File Size : 1.2 MB
ISBN : 9781862468641

Link:

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Description:
ESDU 20014 presents methods of using statistical analyses to interpret fatigue data and to predict the life of a component subject to fatigue. In this Data Item, an introduction to continuous distributions is given including an overview of probability density functions, cumulative distribution functions, the reliability function and the hazard rate function. A brief overview to the normal distribution and the log normal distribution is also provided for reference. The statistical analysis of fatigue life data using the Weibull distribution is considered in detail in this Data Item. An examination of reliability theory, the influence of the Weibull parameters on the distribution, the various sources of uncertainty and the use of confidence bounds when interpreting the data are given. The Weibull weakest-link probability theory and its use for analysing the size effect is discussed. The introduction to analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined and two fully worked examples are provided. The analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined, and two fully worked examples are provided.]]> <![CDATA[ACI 303: Cast-in-Place Architectural Concrete Practice]]> https://forum.civilea.com/showthread.php?tid=58577 Tue, 21 Jul 2026 13:11:12 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58577 ACI 303-25: Cast-in-Place Architectural Concrete Practice

Author(s)/Editor(s): ACI Committee 303| Format: PDF| Quality: Scanner| Year: 2025

This guide presents recommendations for producing cast-in-place architectural concrete. The importance of specified materials, forming, concrete placement, curing, additional treatment, inspection, and their effect on the appearance of the finished product are discussed. Architectural concrete requires special construction techniques, materials, and requirements that are unique to each project. The specific recommendations and information presented in this guide should be used accordingly.

Keywords:

admixture; aggregate; architectural concrete; bush-hammer; coating; column; consolidation; cracking; curing; deflection; exposed-aggregate finish; finish; form lining; formwork; joint; joint sealant; mixture proportion; pigment; placing; quality control; release agent; repair; retarder; sealant; texture; wall.

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Author(s)/Editor(s): ACI Committee 303| Format: PDF| Quality: Scanner| Year: 2025

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]]> <![CDATA[ACI 231.1: Managing and Increasing Early-Age Strength of Low-Clinker Concrete]]> https://forum.civilea.com/showthread.php?tid=58576 Tue, 21 Jul 2026 12:35:16 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58576 ACI PRC-231.1-25: Managing and Increasing Early-Age Strength of Low-Clinker Concrete Mixtures

Author(s)/Editor(s): ACI Committee 231| Format: PDF| Quality: Scanner| Year: 2025| pages: 6

Various roadmaps have been developed by the cement and concrete industry that highlight the need for a significant reduction of carbon dioxide (CO2) emissions associated with concrete production. One strategy to reduce emissions is to reduce the clinker content in concrete. This can be accomplished by optimizing aggregate gradations or chemical admixtures to reduce total cement content used or use cementitious materials that have a low percent of clinker in them. However, low-clinker (content) concretes may, or may be perceived to, suffer from lower early-age strengths, which have limited their application in practice. This TechNote discusses low-clinker concrete, primarily obtained through the use of supplementary cementitious materials (SCMs), and provides practical advice concerning the strength of these mixtures at early ages (from setting to 7 days).

Keywords:

calcined clays; early-age strength; global warming potential (GWP); low-clinker concrete; silica fume; slag cement; supplementary cementitious materials (SCMs).

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]]> ACI PRC-231.1-25: Managing and Increasing Early-Age Strength of Low-Clinker Concrete Mixtures

Author(s)/Editor(s): ACI Committee 231| Format: PDF| Quality: Scanner| Year: 2025| pages: 6

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]]> <![CDATA[ACI 308: Curing of Concrete]]> https://forum.civilea.com/showthread.php?tid=58575 Tue, 21 Jul 2026 12:30:20 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58575 ACI PRC-308-26: Curing of Concrete

Author(s)/Editor(s): ACI Committee 308| Format: PDF| Year: 2026| pages: 44 | ISBN: 9781641953597

This guide reviews and describes practices, procedures, materials, and monitoring methods for the external curing of concrete and provides guidance for specifying curing procedures. Current curing techniques are presented, and commonly accepted methods, procedures, and materials are described. Methods are given for curing structures and buildings, pavements and other slabs-on-ground, and for mass concrete. Curing methods for several specific categories of cement-based products are discussed in this document.

The materials, processes, quality control measures, and inspections described in this document should be tested, monitored, or performed as applicable only by individuals holding the appropriate ACI certifications or equivalent.

Keywords:

cold weather construction; curing compound; hot weather construction; mass concrete; reinforced concrete; sealer; shotcrete; slabs-on-ground.

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]]> ACI PRC-308-26: Curing of Concrete

Author(s)/Editor(s): ACI Committee 308| Format: PDF| Year: 2026| pages: 44 | ISBN: 9781641953597

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]]> <![CDATA[Original CSI license being upgraded to latest]]> https://forum.civilea.com/showthread.php?tid=58574 Tue, 14 Jul 2026 18:31:56 +0300 Bhawk]]> https://forum.civilea.com/showthread.php?tid=58574
If you own an original CSI Software perpetual license and since they shut down the license server and move to cloud licensing services; when you switch your license from stand alone to cloud licensing (they are all expiring soon anyways) they give you a valid license for the latest version of the software. It doesn't matter the version of the software you own. I've seen upgrades from version 12 to 23. All this for free.

B]]>
If you own an original CSI Software perpetual license and since they shut down the license server and move to cloud licensing services; when you switch your license from stand alone to cloud licensing (they are all expiring soon anyways) they give you a valid license for the latest version of the software. It doesn't matter the version of the software you own. I've seen upgrades from version 12 to 23. All this for free.

B]]> <![CDATA[ASCE MOP 160-Overhead Power Line and Substation Foundations: State of Practice, Basic]]> https://forum.civilea.com/showthread.php?tid=58571 Mon, 06 Jul 2026 12:51:45 +0300 civilfafa]]> https://forum.civilea.com/showthread.php?tid=58571 ASCE MOP 160-Overhead Power Line and Substation Foundations: State of Practice, Basics, Type Selection, Geotechnical Topics, and Specialty Analysis